Glass fiber reinforced ultra-high strength concrete with silica fume

被引：4

作者：

Natarajan, Sathyakumar ^{[1
]}

Murugesan, Arun ^{[2
]}

Dhanapal, Jagatheeswaran ^{[3
]}

Narayanan, Arunachalam ^{[1
]}

机构：

[1] Bannari Amman Inst Technol, Dept Civil Engn, Sathyamangalam, Tamil Nadu, India

[2] PSG Inst Technol & Appl Res, Dept Civil Engn, Neelambur, Tamil Nadu, India

[3] Sona Coll Technol, Dept Civil Engn, Salem, Tamil Nadu, India

来源：

GRADEVINAR | 2022年 / 74卷 / 10期

关键词：

ultra-high strength concrete; fiber reinforced concrete; silica fume; glass fiber; shear failure; flexural failure;

D O I：

10.14256/JCE.3431.2021

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Conventional glass fiber-reinforced concrete (GFRC) has wide applications in high-rise buildings, bridges, and renovation works. In this study, ultra-high-strength glass fiber reinforced concrete (UHS-GFRC) mixtures were developed to minimize the size of the structural members. The percentage of glass fiber was varied as 0%, 0.03%, 0.06%, 0.09%, and 0.12%. In this investigation, ten beams were cast and tested, with two span-to-effective-depth (a/d) ratios of 1.6 and 2. All the tested specimens attained their respective strengths; however, the strength values varied. Specifically, the specimens reinforced with 0.09% and 0.06% of glass fiber exhibited the highest flexural and shear strengths, respectively. The results obtained in this study can be utilized to select optimum mixtures of UHS-GFRC under satisfying service conditions.

引用

页码：849 / 856

页数：8

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